North Eastern Electric Power Corporation Limited Tender
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North Eastern Electric Power Corporation Limited - NEEPCO Tender
Eprocure
Opening Date26 Aug 2021
Closing Date1 Oct 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,360Tender Fee
Refer Documents
Summary
Nit No 12/dgm(c)/tgbpp/2021-22 Dated 25/08/2021
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_NEEPC_86008_1Bid Award Id
ViewTender No
NIT_12/NEEPCO/TGBPP/2021-22 Dated 25/08/2021Tender Authority
North Eastern Electric Power Corporation Limited ViewPurchaser Address
-Website
http://https://neepco.co.in/
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic
excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil Page-3
441.9
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-
Earth work in excavation for structures as per drawing & technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m, dressing of sides & bottom and back filling in trenches with excavated suitable material. ordinary soil. upto 3 mtr. depth. (Page-180/250, Ch-11)
18
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-
Bedding for Pipe , Type A (Concrete Cradle) Bedding laying concrete cradle bedding with M15 Grade cement concrete asper MoRD Technical specification Clause 1105(i) Sr. No As per SDB M-9.2, P-159
3
-
-
Providing and laying reinforced cement concrete pipe NP3 as per design in single row Providing and laying reinforced cement concrete pipe NP3 with collar for culverts on ffirst class bedding of granular materila on single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works , backfilling, concrete and masonary works in head walls and parapets as per MoRD technical Specification clause-1106, Page-159 Type -C
5
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-
Plain cement concrete M10 (1:3:6 Nominal Mix) in levelling course below open foundation of head walls as per drawings and MoRD technical Specification Clause 1109,Page 160/ Sr. No As per SDB M-9.5
0.6
-
-
Brick masonary work in cement mortar in foundation of head walls complete excluding pointing and plaster as per drawing and MoRD technical Specification clause 1109, Brick masonary in 1:4 cement mortar. Page 160/ Sr. No As per SDB -9.6,
6.3
-
-
Plastering with cement Mortar (1:4) 12mm thick on brick work/CC work including a finishing coat of neat cement punning of 2.75kg cement per sqm substructure asper MoRD technical specification clause 613.4 & 1204 Page 186/ Sr. No As per SDB -12.16
21
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-
Backfilling in foundation trenches asper drawing and MoRD technical specification clause 613.4 Page 160/ Sr. No As per SDB -9.9,(i) Earth Filling
11.25
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-
Dismantling of Brick soling: Dismantling of Brick soling ,stacking serviceable materials and unserviceable materials separately with all lifts and upto a leads of 500m by manual means as per MoRD Technical Specification Clause 202. Sr. No As per SDB M-1.1, P-205
120
-
-
Flat Brick Soling: Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412, Ch-4,page-136 ,Sr. No As per SDB 4.5 (II)
3446
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-
Providing and laying flat brick flooring in cement mortar including cement slurry etc. complete.In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) Sub head-10/P-5
1260
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-
Brick edging laid length wise: Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. Ch-4,page-136 ,Sr. No As per SDB 4.5 (IV)
4814
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-
WBM Grading-II Providing, laying, spreading and compacting Jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel rollar 80 - 100 KN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of course aggregate, watering and compacting to the required density grading - 2 as per MoRD technical specification clause 405. Ch-4,page-137 ,Sr. No As per SDB 4.7 (I)
812.25
-
-
Prime Coat(Low porosity) :Providing and applying primer coat with bitumen emulsion ( SS-1) on prepared surface and spraying primer at the rate 0.70 - 1.00 Kg/Sqm using mechanical means as per MoRD Technical Specification Clause 502. Ch-5,page-141 ,Sr. No As per SDB 5.1 (I)
7581
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-
25 mm Premix Carpet: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN Static rollar capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical MoRD Specification Clause 508. Ch-5,page-146,Sr. No As per SDB 5.12 ,Case II by mechanical means
7581
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-
Tack Coat:Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bitiminuous/ granular surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503 Ch-5,page-141,Sr. No As per SDB 5.2
7581
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-
Seal Coat:Providing, laying seal coat sealing the voids in a bituminuous surface laid to the specified levels, grade and cross fall using Typa A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510,Sr. No As per SDB 5.11 (By mannual Means Type-D Premix with fine sand (i) Bitumen VG- 30)
7581
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-
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702
433.2
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-
Kilometer Stone ( with RCC M15 grade using jhama brick aggregate) reinforced cement concrete M15 grade ( using jhama brick aggregate) kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and MoRD technicl Specifiction clause-1703 iii) 200M stone ( Precast),P-175/250
12
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-
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